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Some concept of Traffic Engineering and Management are Non-Intrusive Technologies, Non-Transportation Designers, Parametric Description, Pedestrian Crossing. Main points of this lecture are: Traffic Flow Modelling, Vehicle Arrival, Arrival Models, Count, Real Numbers, Vehicle Arrival, Headways, Poisson Distribution, Special Cases, Distribution
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Modelling arrival of vehicle at section of road is an important step in traffic flow modelling. It has important application in traffic flow simulation where vehicles are to be generated how vehicles arrive at a section. Vehicle arrivals can be modelled in two inter-related ways; namely modelling how many vehicle arrive in a given interval of time, or modelling what is the time interval between the successive arrival of vehicles. The vehicle arrival is obviously a random process. This is evident if one observe how vehicles are arriving at a cross section. Some time several vehicles come together, but on other times, they come sparsely. The former approach the random variables are always integer, ie., number of vehicle arrive in a given interval will always be some integer. Here in this approach, a discrete distribution can be used to model the process. Traditionally a Poisson distribution is used to model this process. In the later approach, the random variables are positive real numbers, ie., the time interval between successive arrival of vehicle can be any positive real value. Here, in this approach, a continuous distribution can be used to model the vehicle arrival. Needless to say that both the approaches are looking at the same phenomenon in two perspective and both the perspective must be inter-related. Suppose, if we plot the arrival of vehicle at cross section as dot across a time axis, it may look like Fig. 13:1. Let h 1 , h 2 , ... etc indicate the headways, then as mentioned earlier, they are some real values. However the headways or inter arrival time can be modelled using some continuous distribution. Also, let t 1 , t 2 , t 3 and t 4 are four equal time intervals, then the number of vehicles arrived in each of these interval is an integer value. For example, in Fig. 13:1, 3, 2, 3 and 1
Time
t 1 t 2 t 3 t 4
h 1 h 2 h 3 h 4 h 5 h 6 h 7 h 8 h 9 h 10
Figure 13:1:
vehicles arrived in time interval t 1 , t 2 , t 3 and t 4 respectively. Any discrete distribution that best fit the observed number of vehicle arrival in a given time interval can be used. Similarly, any continuous distribution that best fit the observed headways (or inter-arrival time) can be used in modelling. However, since these process are inter-related, the distributions that describe these relations should also be inter-related for better explanation of the phenomenon. Interestingly, there exists distribution that meet the above requirements. First we will see the distribution to model the number of vehicles arrived in a given duration of time. Poisson distribution is commonly used to describe such a random process. The Probability density function of the Poisson distribution is given as:
p(x) = μ
xe−μ x! (13.1) where p(x) is the probability for the event x, and μ is the expected rate of occurance of that event. Some special cases of this distribution is given below.
p(x = 0) = e−μ p(x = 1) = μe
−μ 1
= μ.p(x = 0)
p(x = 2) = μ
(^2) e−μ 2! =^
μ 2 .p(x^ = 1) Therefore p(x = n) = μ n .p(x = n − 1)
Example
The hourly flowrate in a road section is 120veh/hr. Use Poisson distribution to model this vehicle arrival. Solution Flow rate(μ) = 120veh/h = 12060 =2 veh/mints The probability of 0, vehicles arriving in 1 minute can be completed as follows.
p(x = 0) = μ
xe−μ x! =
20 .e−^2 0! = 0.^135
Similarly the probability of 1, vehicles arriving in 1 minute is given by,
p(x = 1) = μ
xe−μ x! =
2 .e−^2 1! = 0.^271
Now the probability that number of vehicles arriving is less than or equal to zero is given as
p(x ≤ 0) = p(x = 0) = 0. 135
0 1 2 3 4 5 6 7 8 9 10 11 12 13
- 0.